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多层钢筋混凝土框架楼房震害预测方法研究
引用本文:王永霞,郭星全,撖凤玲.多层钢筋混凝土框架楼房震害预测方法研究[J].高原地震,1998(4).
作者姓名:王永霞  郭星全  撖凤玲
作者单位:山西省地震局
摘    要:利用结构抗震验算的思路,计算在大震作用下楼房的弹塑性变形,进而确定结构薄弱层,然后根据震害等级与结构层间相对变形的统计关系,确定房屋的破坏状态。

关 键 词:结构抗震  弹塑性变形  地震灾害  相对变形

STUDY ON THE METHOD OF EARTHQUAKE DISASTER FORECAST FOR MULTI-FLOOR FERROCONCRETE FRAME BUILDINGS
Wang Yongxia,Guo Xingquan,Han Fengling.STUDY ON THE METHOD OF EARTHQUAKE DISASTER FORECAST FOR MULTI-FLOOR FERROCONCRETE FRAME BUILDINGS[J].Plateau Earthquake Research,1998(4).
Authors:Wang Yongxia  Guo Xingquan  Han Fengling
Abstract:By using the thought of structure earthquake resistance checking computations,the authors have calculated the elastic-plastic deformation in the multi-floor ferroconcrete frame buildings in a strong earthquake,and determined weaker layer and destructive state of buildings according to the statistical relationship between the earthquake disaster grade and the layer's relative deformation.
Keywords:Structure earthquake resistance  Elastic-plastic deformation  Seismic disaster  Relative deformation
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